Trench templates are used on pipes for fill quantities. It would be useful if you could place a trench that would automatically assign parametric constraints based on the size and pipe thickness of the pipes. Also, shapes other than a circle are d...

When laying out watermain pipes the bends can be 45 degrees, 22.5 degrees, etc. These bends are modeled as nodes in our workspace so we can report of them and display them in our drawings. If the angle of the pipe adjusts, we want the node feature...

In Geopak Drainage, once you place a node and attached a catchment, you were able to see inlet calculations. This let the user know if they needed to shift the box to have an allowable spread. It would be great if we could get that feedback withou...

Geopak is no longer supported by Bentley. At some point, Geopak will not be installed on our machines, but we may need to get the calculations that reside in the GDF file. We need a method that will allow us to extract the information we need from...

It would be extremely helpful, if we were able to programmatically create Feature Definitions and Feature Symbologies so that automation of the creation of new 'Custom Drainage Features' every time a drainage structure had a different bottom box (...

Road Cross section are able to display template, Design and existing terrain surface within the frame. But if theres drainage infrastructure there is no way of displaying that data within the frame it has to be done as a point annotation.

This would dramatically reduce the requirement for a vast number of library cells and feature definitions to be created

Pipe standards vary their minimum and maximum pipe cover values based on the size of the pipes. There needs to be an ability to set this per conduit size so that when running a design you can consider these different cover depths. As of now, you w...

It would be nice to be able to export a drainage network into 2D linework that can be edited for plan sheets. Currently, we don't use our modeled files directly in our plan sheets as we cannot adjust the conduit line styles and it takes longer to ...

My state agency commonly uses gutters with a 4% cross slope. The maximum superelevation rate is 7%. The gutter slope stays at 4% in this situation. Spread does not compute in this scenario because "A depressed gutter must have a Gutter Cross Slope...